Loading...
HomeMy WebLinkAboutSD-441-1EXISTING 88.8 W w SPOT ELEVATIONS TITLE SHEET 0 0 wv m 0 El G -- G REVISONS 7," F41- DEFINITIVE PROPOSED CONTOURS DESCRIPTION SPOT ELEVATIONS TITLE SHEET 2 OF STONE WALL GUY POLE 3 TELEPHONE POLE 15 POWER BOX 4 UNDERGROUND UTILITY MANHOLE 15 STREET LIGHT' 5 6 PROPERTY LINE 15 15 PROPERTY RIGHTS ANrN DIMENSIONAL STANDARDS PLAN SITE CONSTRUCTION PLAN EDGE OF ROAD WITH CURB OF 15 EDGE OF ROAD, NO CURB 8 OF STORM DRAIN = _________ ____- WATER MAIN LINE w W SANITARY SEWER s UTILITIES PLAN FIRE HYDRANT LOCATION ly( SAN. SEWER M.H. LANDSCAPE PLAN DRAINAGE M.H. /WATER QUALITY @ INLET STRUCTURE PROOF PLAN CATCH BASIN OO WATER GATE BOX wV m IRON PIN 0 BOUND Cl GUARD RAIL OF 15 GAS MAIN G G SETBACK LINE D.E.M. D.W.W. D.W.W. D.E.M. 1/26/00 mo- DAVID J. MAY 33887 !V� AN D V LEXIN 'mail SHEET NO. DESCRIPTION 1 OF 15 TITLE SHEET 2 OF 15 LOCUS PLAN 3 OF 15 VICINITY PLAN 4 OF 15 SITE ANALYSIS MAP 5 6 OF OF 15 15 PROPERTY RIGHTS ANrN DIMENSIONAL STANDARDS PLAN SITE CONSTRUCTION PLAN 7 OF 15 1 STREET LAYOUT PLAN 8 OF 15 STREET PROFILE PLAN 9 OF 15 UTILITIES PLAN 10 OF 15 LANDSCAPE PLAN 11 OF 15 PROOF PLAN 12 13 OF OF -15 15 TOWN OF LEXINGTON SEWER 1 DETAILS TOWN OF LEXINGTON SEWER 2 DETAILS 14 OF 15 TOWN OF LEXINGTON DRAIN DETAILS 15 OF 15 TOWN OF LEXINGTON WATER DETAILS 0 nkilAIC"All TU 27 CAMBRIDGE STREET u ivi Ml B, MA ENGINEERING, INC. (7U81) RLINGTO 229-N0411 01803 CIVIL ENGINEERS & LAND SURVEYORS SOUTH STREET WEINMAYR ASSOCIATES, INC. 7 SOMERVIILLIE, MIA. 02143 LANDSCAPE ARCHITECTS (617) 354-8700 cc THIS PLAN IS THE PROPERTY OF COMMONWEALTH ENGINEERING, INC. AND MAY NOT BE REPRODUCED WITHOUT PERMISSION. IV-- e GENERAL NOTES: 1) SUBJECT PROPERTY LOCATED WITHIN ZONING DISTRICT RS. 2) CONSTRUCTION PERFORMED DURING THIS PROJECT SHALL CONFORM TO THE MASSACHUSETTS HIGHWAY DEPARTMENT, STANDARD SPECIFICATIONS FOR HIGHWAY AND BRIDGES, 1988. 3) RELOCATION OF UTILITY POLES AND UNDERGROUtNib �ill_ltt� ' IS THE RESPONSIBILITY OF THE CUSTODIAN OF THE POLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION ON UTILITY POLE RELOCATION. 4) UTILITY LOCATIONS SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR IN THE FIELD. "DIG SAFE 1-888-344-7233" IN ADDITION THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES NEAR UTILITY LOCATIONS WITH THE RESPECTIVE UTILITY REPRESENTATIVE. 5) THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR DISRUPTION ON EXISTING INDIVIDUAL UTILITY' SERVICE CONNECTIONS, INCLUDING WATER, ELECTRICITY, TELEPHONE, GAS AND CABLE TELEVISION, RESULTING FROM THE CONTRACTORS WORK. 6) LOCATIONS SHOWN FOR SEDIMENTATION CONTROL SYSTEMS ARE FOR INFORMATION ONLY. TYPE "- SYSTEM AND ACTUAL LOCATIONS TO BE APPROVED BY THE TOWN ENGINEER, AND LEXINGTON CONSERVATION COMMISSION. 7) THE INFORMATION SHOWN ON THESE PLANS IS BASED ON L,,4ITED INVESTIGATION AND IS ,�O WAY WARRANTED ­0 INDICATE THE TRUE CONDITIONS OR ACTUAL QUANTITIES, OR DI<)TRIBUT' _r QUANTITIES OF WORK WHICH WILL BE REQUIRED. ACCORDINGLY, ALL RESPONSIBILITY FOP JN N DEVIATIONS BETWEEN THESE PLANS AND ACTUAL SITE CONDITIONS IS HEREBY DISCLAIMED. 8) THE CONTRACTOR SHALL PLACE 4-(MIN.) OF TOPSOIL WHEREVER TURF ESTABLISHMENT IS INDICATED. 9) THE CONTRACTOR SHALL R'_SET SIGNS, MAIL B:jXES, FENCES AND STONE WALLS AS D!R- THE OWNER AND THE TOWN ENGINEER. 10) THE CONTRACTOR SHALL ROUND SIDE SLOPES TO MEET EXISTING GROUND AT LOCATIONS DESIGNATED BY THE ENGINEER. 11) ALL UTILITY COVERS WITHIN THE PROJECT LIMITS SHALL BE ADJUSTED TO THE PROPER GRADES. UTILITY COVERS INCLUDE BUT NOT LIMITED TO CATCH BASIN FRAMES AND GRATES, MANHOLE FRAMES AND COVERS, GATE VALVE COVERS, CURB STOPS, HAND HOLES, ETC. 12) THE LOCATION OF THE EXISTING SEWER AND WATER MAINS IS APPROXIMATE. THE DEPTH OF THIE's AND WATER MAINS AS SHOWN ON THE PROFILES AND CROSS SECTIONS IS ASSUMED TO BE 4-6" TO 7'_ THE CONTRACTOR SHALL TAKE ANY MEASURE NECESSARY TO ASSURE HIMSELF AS TO THE LOCATION, AN] DEPTH OF THE WATER AND SEWER MAIN AND ANY OTHER UTILITIES THAT MAY EXIST WITHIN THE PR6,JEC_ LIMITS I CERTIFY THAT THE FINAL DFCREL j, _iSTAINING THE APPROVAL THE WITHIN PLAN HAS BEEN RECEIVED FROM THE LAND COURT. DATE TOWN CLERK IN ACCORDANCE WITH THE CERTIFICATE OF ACTION DATED MAY 17, 2000 AND FILED WITH THE TOWN CLERK ON MAY 20,;2000 AND RECORDED HEREIN. IN ACCORDANCE WITH THE COVENANT DATED AND RECORDED HEREIN. ENDORSED IN ACCORDANCE WITH G.L.c 41 §81v AND THE ORDER OF J. LOMARDI OF THE LAND COURT DATED 511612007 THAT AFFIRMED THE DECISION OF THE LEXINGTON PLANNING BOARD. GRANDVIEW AVENUE LEXINGTON, MASS. PREPARED FOR TITLE SHEET DEBCO PROPERTIES 405 WALTHAM STREET, SUITE 401 LEXINGTON, MA. 02421 SHEET D 99-017.00 -n-!,-E REV. OF SIZE PROJECT FILE NAME NUMBER OF 'hl